跪求翻译以下文字 50
Forthesectionsofaspiralcasing,whichareweldedtothestayringonsiteorwhichwillbeassembled...
For the sections of a spiral casing, which are welded to the stay ring on site or which will be assembled of shells on site, as well as for sections on spiral casings, draft tubes, elbows, etc. endangered in the sense of these directives, which will be dispatched in sectionalized condition, the design departments must specify diagonal or spider rein¬forcements, if necessary.
The reinforcements are to be removed only after completion of erection or after concreting. The removal of the rings, the diagonal reinforcements or the holding devices for reinforce¬ment spiders has to be made very carefully, especially for sections made of fine grain steel. The parts are to be separated from the sectionalized wall in adequate distances, the rest is to be ground down. A damage of the plate sections is to be avoided. Repair welding on these steels which may be required after stress-relieving by annealing is only per¬missible, if the special "processing directives for fine grain structural steels" are observed. A prerequisite is that a subsequent welding is not prohibited by contract. The same applies to cold and warm straightening.
The admissible concentricity tolerance for the cross sections is 0.2 %, unless otherwise specified in the drawings. An increased concentricity tolerance is to be shown in the drawing by the design department as follows: 展开
The reinforcements are to be removed only after completion of erection or after concreting. The removal of the rings, the diagonal reinforcements or the holding devices for reinforce¬ment spiders has to be made very carefully, especially for sections made of fine grain steel. The parts are to be separated from the sectionalized wall in adequate distances, the rest is to be ground down. A damage of the plate sections is to be avoided. Repair welding on these steels which may be required after stress-relieving by annealing is only per¬missible, if the special "processing directives for fine grain structural steels" are observed. A prerequisite is that a subsequent welding is not prohibited by contract. The same applies to cold and warm straightening.
The admissible concentricity tolerance for the cross sections is 0.2 %, unless otherwise specified in the drawings. An increased concentricity tolerance is to be shown in the drawing by the design department as follows: 展开
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对于第一个螺旋套管,这是座环焊接到现场或将炮弹在现场组装,对螺旋外壳,尾水管,肘,在这些濒临灭绝的指示意义等部分路段,以及,将在条件分段派遣,设计部门必须指定对角线或蜘蛛发挥¬ forcements,如有必要,问题补充:
要的增援后,才完工后,混凝土或删除。该戒指,对角线增援或保温装置加强¬彪蜘蛛搬迁要做得非常仔细,尤其是对细晶粒钢路段。的零件,应在适当的距离从分段一墙之隔,剩下的就是要地上。阿板的部分损害,并且是可以避免的。修复后,这些压力可能是由退火钢焊接要求解除只占¬ missible,如果特殊的“细晶粒结构钢的处理指令”得到遵守。一个前提是,焊接后不被合同禁止。这同样适用于直冷和温暖。
截面为同心度误差容许为0.2%,除另有规定的图纸。增加同心度公差是在由设计部门如下图所示:
要的增援后,才完工后,混凝土或删除。该戒指,对角线增援或保温装置加强¬彪蜘蛛搬迁要做得非常仔细,尤其是对细晶粒钢路段。的零件,应在适当的距离从分段一墙之隔,剩下的就是要地上。阿板的部分损害,并且是可以避免的。修复后,这些压力可能是由退火钢焊接要求解除只占¬ missible,如果特殊的“细晶粒结构钢的处理指令”得到遵守。一个前提是,焊接后不被合同禁止。这同样适用于直冷和温暖。
截面为同心度误差容许为0.2%,除另有规定的图纸。增加同心度公差是在由设计部门如下图所示:
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各部门螺旋形的套管,焊在座环现场的和将现场组装的诠释,以及螺纹套管几个,草拟管、肘关节、等濒危意义上的这些指示运出,将条件下,设计部门必须指定forcements¬对角或蜘蛛控制,如果必要的话。
补强已经被移开完成后才建造、凝固后。环的清除,对角线的援军或是¬控股装置的观点蜘蛛加强必须十分小心谨慎,尤其是对部分细晶粒钢。这部分是要分开的距离将墙足够,其余的更易被磨掉下来。伤害板的部分是可以避免的。在这些钢焊接修复这可能需要通过退火后仅仅是missible每¬,如果特殊的“加工的指示细粒度结构钢观测技术。”一个必要条件是,随后被焊接合同。这同样也适用于冷暖整理。
反截面宽容同心度为0.2 %中另有规定外,图纸。宽容是不同心度增加放映的图纸设计部门如下:
补强已经被移开完成后才建造、凝固后。环的清除,对角线的援军或是¬控股装置的观点蜘蛛加强必须十分小心谨慎,尤其是对部分细晶粒钢。这部分是要分开的距离将墙足够,其余的更易被磨掉下来。伤害板的部分是可以避免的。在这些钢焊接修复这可能需要通过退火后仅仅是missible每¬,如果特殊的“加工的指示细粒度结构钢观测技术。”一个必要条件是,随后被焊接合同。这同样也适用于冷暖整理。
反截面宽容同心度为0.2 %中另有规定外,图纸。宽容是不同心度增加放映的图纸设计部门如下:
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各部门螺旋形的套管,焊在座环现场的和将现场组装的诠释,以及螺纹套管几个,草拟管、肘关节、等濒危意义上的这些指示运出,将条件下,设计部门必须指定forcements¬对角或蜘蛛控制,如果必要的话。
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